obama Posted February 21, 2009 Report Share Posted February 21, 2009 Bonjour, Je voudrais savoir si c'est necessaire d'avoir un ferraillage en partie superieure sur une semelle isolée meme lorsque on a un moment. je vous explique pourquoi : lorsque je calcul une semelle isolée (avec des moments) avec le logiciel robobat le logiciel ne me met pas automatiquement les armatures superieure par contre si je fais le calcul sur arche de la meme semelle il me met automatiquemant les armatures superieures. On nous demande d'optimiser dans nos calcul donc si c'est pas necessaire je dois le supprimer pour faire les économies d'armature. J AI BESOIN DE VOTRE AVIS MERCI Quote Link to comment Share on other sites More sharing options...
keraz Posted February 21, 2009 Report Share Posted February 21, 2009 Quote Link to comment Share on other sites More sharing options...
obama Posted February 21, 2009 Author Report Share Posted February 21, 2009 Quote Link to comment Share on other sites More sharing options...
share4learn Posted February 21, 2009 Report Share Posted February 21, 2009 Quote Link to comment Share on other sites More sharing options...
obama Posted February 22, 2009 Author Report Share Posted February 22, 2009 Quote Link to comment Share on other sites More sharing options...
scorpion Posted February 22, 2009 Report Share Posted February 22, 2009 Quote Link to comment Share on other sites More sharing options...
nawalin Posted April 16, 2009 Report Share Posted April 16, 2009 Quote Link to comment Share on other sites More sharing options...
keraz Posted April 22, 2009 Report Share Posted April 22, 2009 1 Quote Link to comment Share on other sites More sharing options...
ouss.23000 Posted April 22, 2009 Report Share Posted April 22, 2009 Quote Link to comment Share on other sites More sharing options...
keraz Posted April 27, 2009 Report Share Posted April 27, 2009 Quote Link to comment Share on other sites More sharing options...
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